WQ0038500_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
May 27, 2016
Mr. Wilmer Melton, 111, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
Dear Mr. Melton:
PAT MCC RY
!. Ormr,pr
DONA D R. VAN DER V A ART
swoop
S. JAY TIM :ERMAN
Subject: Permit No. WQ0038500
City of Kannapolis
Coldwater Ridge Apartments
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received May 26, 2016, we are forwarding herewith Permit No.
WQ0038500 dated May 27, 2016 to the City of Kannapolis (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition It 1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 15013 of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Euviroiunental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office I 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at 704) 235-2190 or
via e-mail at orituviarRnedenr,a0V,
f--4.12- by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NC DEQ
cc Jeff McCloskey PJ. (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

EnEnvironrnentot
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PER T
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Kannapolis
Cabarrus County
for the construction and operation of approximately 551.54 linear feet of 8-inch gravity sewer; to
replace 137 linear feet of 8-inch gravity sewer, for the Coldwater Ridge Apartments project, and the
discharge of 17,280 gallons per day of collected wastewater into the Water and Sewer Authority of
Cabarrus County existing sewerage system, pursuant to the application received May 26, 2016, and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum. Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design. Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently :Filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective fromthe date of issuance until rescinded and shall be subject to the spifie
conditions and limitations contained therein.
t-; by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038500
Permit Issued: May 27, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 17,280 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation fromthe parties involved, and other
supporting materials as may be appropriate. The approval of this request shall. be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; 0.S-143-215.1(d3)1
This permit shall become, voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 1.2, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting. of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02.T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T ,0108(b)]:
Page 4 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. Iligh-priority sewer lines shall be inspected at least once per every six months and inspections
documented,
g-
A general observation of the entire sewer system shall he conducted at least once per year.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 1.5A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C,
h. A Grease Control Program is in place as follows:
1 For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3 Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary, to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill,.regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initiat
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur, Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [I5A NCAC 021.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased.
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type ofconnections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
Gravity sewers installed i eater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ I 5A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CITY OF KANNAPLIS
PERMIT #: WQ0038500
PROJECT: COLDWATER RIDGE APARTMENTS
ISSUE DATE: MAY 27, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard.
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection. system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERNIITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional E . eer in the State of North Carolina,
having been authorized to Observe (E periodically, El weekly, HI time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and.
Force Mains adopted June 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal. w/signature & date:
C Final 11 Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 30 , Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Perini
a. City of Kannapolis
Full Legal Name (company, municipality, HOA, utility, etc)
b. Wilmer Melton, III, Director of Public Works
Signing Official Name and Title (Please review
ire legal entity who will own this system is:
Individual 0 Federal Municipality El State/County
1401 Bethpage Rd
Mail' ntt Address
NC
State
h 704-920-42
Application Number:
(to be completed by DWR)
15A NCAC2 T .t1106 (b) for authorized signing officials)
Telephone F' 'mile
Project (Facihity) Information:
a, Coldwater Ridge Apartments
Brief Project Name (permit will refer to this n
Contact Person:
Jeff McCluskey-'Engine
Name and Affiliation o
704-510-9797
Phone Number
Project is ►:� New 0 Modification (of an exist!
0 Private Partnership Q Corporation 0 Other (s
le. Kannapolis
ho Can Answer Questions
City
1 g. 28081
Zip Code
[e-mail]
E-mail
2b. Cabarrus
his
plication
c2eng.com
fication, Permit No.:
Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
If private, applicant will be:
0 Retaining Ownership (i.e, store, church, single office, etc) o
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item �B(2b),)
Water & Sewer Authority of Cabarrus County
Owner of Wastewater Treatment Facility (WWTF) Treating
2b.
If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner AssocJDeveloper (Instruction E)
astewater From This Project
4a. Rocky River Re Tonal Wastewater' Treatment Plant 4b. NC0036269
Name of W"WTF
City of Kannapolis 15b=
Owner of Downstream Sewer 'Receiving Sewer Size
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
WWTF Permit No,
c,
am Permit # of Downstream Sewer (Instruction F
% Domestic/Commerci
%Industrial
(Attach Description
% Other
(Attach Description) _..
Volume of wastewater to be allocated or permitted for this particular project. 17,280 gallons per day
'Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
❑ Church
0 Nursing Home
0 Other (specify):
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent p
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
hat connect to this line
El A 1g-14 At'f't. (:'c\T1ON
Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 1SA NCAC 2T,0114 for'
the value in Item B(7) AND/OR the design flaw for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use;
data in accordance with 15A NCAC 2T .0114 (f),
36 units x 2 bedrooms x 120 gpolbedroom = 8,640 gpd
24 units x 3 bedrooms x 120 gpd/bedroom = 8,640 gpd
8,640 gpd + 8,640 gpd = 17,280 gpd
Summary of Sewer Lines to be Permitted (attach ad
eets if necessary)
Length (feet)
New Gravity or Addition
Force Main
Gravity
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
';Pump Station Location ID:
(self chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Row
(MGD)
Pump Station Location ID:
Operational Poin
GPM @TDH
Power Reliability Option
permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Force Main Le
Dean - as shown on plans/map for reference)
Longitude Latitude: . .
Design Flow
(MGD)
Operational Poin
GPM @TDH
Power Reliability Option
permanent generator w/ATS;
- portable generator w/MTS
Force Main Size
h
Force Main Length;.
2. Wiiill the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 21111 treatment facility :
RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Permuting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes 0 No
If No, complete and submit the Variance/Alternative Design Request (VAC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
PTA 10-14 APPLICATION
Page 5 of6

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? O Yes 0 No 1 N/A
Sedimentation and Erosion Control Plan? 4 Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No 4 N/A
Yes 0 No O N/A
Stormwater?
5 Does this project include any high pnonty lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
heck if Yes: 0 and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Wilmer Melton, III, Director of Public Works, attest that this application for Coldwater Ridge Apartments has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes
143-215,6A and 143-215.68, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $/0,000 as well as civil
penalties up to $25,000 per violation,
Signing Offlcial Signature
• it,
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Jeffrey D. McCluskey ,attest that this application for Coldwater Ridge Apartments has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. l further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Cnteria for Gravity
Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1. 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design,
Note, In accordance with NC General Statutes 143-215,6A and 143-215.60. any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Jeffrey D. McCluskey
Professional Engineer Name
I2b Mc2 Engineering, Inc,
Engineering Firm
2110 Ben Craig Drive, Suite 400
0
SEAL
Mailing Address 29606
!2d, Charlotte "* G I N.I E. • **. 1 ..•
City State Zip •s,...••
a MCC'
g. 704-510-9797 2h. 2i, [e-mail]
iistott
1 , Telephone Facsimile E-mail :,. NC PE Seal, Signature & Date
2e NC 2f, 28262
PTA 10-14 APPLICATION
Page 6 of 6

Site and
Proposed SS

Go,xlie
Map data ©2016 G©©gle 500 ft

ISO 14001:2 04 NC Star P
Mr. Michael Legg
City Manager
City of Kannapolis
P.O. Box 1199
Kannapolis, NC 28082-1199
May II, 2016
Subject: Flow Acceptance Request City of Kannapolis
Coldwater Ridge Apartments
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Office: 232 Davidson Hwy,
Concord, NC 28027
Mail to: P.O. Box 428
Concord, NC 28026-0428
704186,1783 784.795.1564 Fax
www.wsacc,org
This is an approval of the flow acceptance request that was received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Kannapolis on May 4, 2016. WSACC has or will have capacity at
the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat
the domestic wastewater from the proposed project entitled Coldwater Ridge Apartments, located off Coldwater
Ridge Drive. The referenced project will serve 60 apartment units, with a projected wastewater flow of 17,280
gallons per day (gpd). The wastewater generated by this project will be conveyed through the proposed 8-inch
line, through an existing gravity system, and then enter WSACC's system at the existing 18-inch Coldwater
Creek Interceptor. WSACC agrees to accept wastewater from the proposed development based on information
provided by Mc2 Engineering (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. At this time there are no scheduled upgrades in
the current six year CIP to WSACC facilities located downstream of this proposed project. It should be noted
that the list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions
and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 224.
Sincerely,
Timothy R. Kiser, PE
Engineering Director
cc: Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
Jeffrey D. MeCluskey, PE/Mc2 Engineering, Inc.
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lotriax/WSACC
Thomas Hahn, PE/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE .01/14)
ACC USE ONLY) Coldwater Ridge Apartments
ctrnn I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit 5/N00036269
dy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's ermitted flow, MGD
_ -
smatedobIiatedownotbuttc c
:he WWTP, MGD
WWTPfaeility'sactual avg. daily flow, MGD,__
Total flow for this specificrequest,MGD 0.017
Total actual and oblisated flows to the facility, MGD 18,594
Per t ofpermitted flow used 70.17%
26.500
1.697
16.88 (63,70% of permit)
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station Firm Capacity *
(Name or Number) MGD
(A)
m Avivrim Daily Flow *"
(Finnfpf)
MGD
(13)
Approx. Current
Average Daily Flow
MGD
RRRWWTP MPS 55.440
22. 76
.380
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
0.134
(D) WC)
Total Current Flow
Plus Obligated Flow
MGD
11.514
pacity any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service.
**Design Average Daily Plow is the firm capacity of the pump station divided by 2 peaking factor not less limn 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project COrtIledi011point and WTP wbrrc Available Ca
(E)=-(A-D)
Available
Capacity*'",
1GD
ction 111 WSACC Certification Statement:
i, Timothy R. Kiser, PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route from the connection to the interceptor to the receiving
wastewater treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer
overflows or overburden on any downstream pump station in route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section 1 and Section II plus all attached planning
assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of 4th4bIrt ates epta1te of -this wastewater flow.
A 13
WSACC 's Signing 0 Signature Date
Revision Date 08/0913

May 25. 2016 1.55i}1-07
North Carolina Department of E=nvironntental Quality.
lour°esville Regional Office - Water Quality Section
East Center Avenue, Suite 301.
Mooresville. North Carolina 28115
Re: Coldwater Ridge Apartments
Sewer Extension
City of Kannapolis a Cabarrus
Dear Sir or Madam:
Please find attached for your revieww° and approval the original and one copy of the permit
application along with the $480 processing fee for the above referenced project. Also enclosed is
the flow acceptance letter from the Water & Sewer Authority of Caban•t.ts County stating they
will accept and treat the additional wastewater at. the Rocky River Regional Wastewater
°l•reatnrent. Plant,
-Die proposed extensiot. will connect to the existing. Kannapolis sewer system laaela extends to
the 'WSACC Coldwater Creek interceptor. The wastewater collection system Cold.w'
Ridge Apartments will serve 60 apartment units.
Tire Water and Sewer Authority tat Caha rus County Stauudard Specifications for Wastewater
Collections Systems were approved by your otitiee arrrl are lacing maintained by the Division of
Environmental Mai etnent. This project will be installed, in accordance with these Standard
Specifications.
Please ca11 me at 704-938-1519 if you have any clues
Sincerely.
A. Mark McGregor
G:lwordltrs115501115501-07 Coldwater Ridge Apts Sewer Permit Letter.docx
1E wt'6?1,is. N.C. 28082

Permit Number W00038500
Central Files: APS SWP
5127/2016
Permit Tracking Shp
Program Category
Norsaischarge
Permit Type
Gravity Sewer Exterision, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal S
ule
Permitted Flow
17,280
Facility
Facility Name
Coldwater Ridge Apartments
Location Address
Owner
Status Project Type
Active New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Name
City of Kennel:mils
Dates Events
Owner Type
Government - Municipal
Owner Affiliation
Wilmer Melton III
DIR PUBLIC WORKS
PO Box 1199
Kannapoits
NC 28081119
Ong issue
5/27/2016
App Received
5/26/2016
Fedulated Activities
Draft Initiated
Schedit led
issuance
Apartment conmlex
Condominium
Wastewater collection
Gutfali
Public Notice issue Effective
5/27/2016 5/27/2016
Regoestedi /Received Events
Additional information requested
Additional information received
Expiration
Waternody Naime
StrearnIndex Number Current Class
Subbasin

Water Resources
EN'VfRONMENTAL QUAL TY
September 29, 2017
Mr. Wilmer Melton,1II, Director of Public Works
City of Kannapolis
401 Laureate Way.
Kannapolis, North Carolina 28081
SUBJECT: Final. Engineering Certification Acknowledgement
Coldwater Ridge Apartments
Permit No. WQ0038500
Permitee: City of Kannapolis
County: Cabarrus
Dear Mr. Melton:
ROY COOPER
Governor
S. REGAN
Secreteny
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 9/28/2017. Enclosed is a
certification page for your records. A full review of the certification materials may or may not be
conducted. it is assumed that receipt of this certification indicates compliance with all regulations,
design criteria and the permit. However, if a full technical review is conducted, you will be notified
of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you or your company, please complete Form PNOCF since
the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
[e-mail]..
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Mr. Jeff McCluskey P.E. (E-copy)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E, Center Avenue, Suite 301, Mooresville, NC 28115
Rhone: 704.663-1699 ! tnl'emet: www,ncdenrgav

FAST TRACK 5EWER ENGINEERNG CE TIFJCATION
PERMITTEE: CITY OF KANNAPL1S
PERMIT #: WQ0038500
PROJECT: COLDWA`FER ,APARTMFNTS
ISSUE DATE; MAY 27, 2016
This projeet shall not be considered coniplete nor allowed to operate in ,accordance with standard
Condition / of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt, Send the
required documentation to the Regional Supervisor, Water Quality. .Regional Operations Section at the
address noted in the page fe.)ter,
An) wa„stewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered u violation of the permit and shall subject the Pertinttee to
appropriate enforcement actions, 'Ebe Permittee is responsibk for tracking all partial certifications up
until a final certification is received by the Division. A final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted
PLIANIIITECS CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided .applicable
designiconstruct„ion in -formation to the Permittee, and the Pei mittec is prepared to operate & maintain the
wastewater collection system permitted hereiaorportions thereof
74 S
mer
gnature Date
rated NalTIC,
ENGINEER'S CERTICICAll N
1, Jeffrey D. Mcauskey_ , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe t[K] periodically, 'D weekly, [ j bill time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used hi the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 021; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast- rrack Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials
-
North Carolina Professional Engineer's Seal wfsignature & date:
Ij Final
Partial hide description)
Certification (omments/Qualifier,- atfach if necessary):
NC DWR Vater Quality Regional. Operations Section 61C East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Rhone: [phone] FAX [phone]

itlt ter Re5OUrCeS
ENVIRONMEN'f AL QUAL
ROY COOPER
Governor
MICHAEL S. REGAN
StrcrOary
S. JAY Zi
E MAN
DJrvoor
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/29/17
Project Name: Coldwater Ridge Apartments
WQ#: WQ0038500
1) As -built has been signed, sealed, and dated by an N.C. PE Yes LJ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). Yes No I 1 N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (I5A NCAC 02T.0305(h)). E Yes J No N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02'T Gravity Sewer Minimum Design Criteria (latest version
Criteria for Permitting of .Pump Stations and Force Mains (latest version).
inimum Design
Yes No tz N/A
If no, a variance approval is required per the requirements of 15A NCAC O2TOlO5(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file,
5) Project contains high priority lin
A NCAC 02T .0402(2)) Yes No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10°/© of the fast track applied Length?
( I Original length of pipe As built length / Original length) < 10%. D Yes No
If no application need to be modified (smaller, permit not require Mod if atter)
Stale of North CarolinalEnvironmental Quality Water Resources Water QualityRegional Operations
Mooresville Regional Office . 610 East Center Avenue., Suite 30l {Mooresville, North Carolina 28 t 5
704 663 1699